MARC details
| 000 -LEADER |
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| fixed length control field |
04432ntm a2200349 i 4500 |
| 003 - CONTROL NUMBER IDENTIFIER |
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| control field |
MY-KuUP |
| 005 - DATE AND TIME OF LATEST TRANSACTION |
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| control field |
20251125110015.0 |
| 006 - FIXED-LENGTH DATA ELEMENTS--ADDITIONAL MATERIAL CHARACTERISTICS |
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| fixed length control field |
t||||fr|||| 000 0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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| fixed length control field |
220215t2020 my ad||fr|||| 000 0 eng d |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
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| International Standard Book Number |
THE0009103(Local). |
| Qualifying information |
hardback |
| 040 ## - CATALOGING SOURCE |
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| Original cataloging agency |
UMP |
| Language of cataloging |
eng |
| Transcribing agency |
UMP |
| Description conventions |
rda |
| 090 ## - LOCALLY ASSIGNED LC-TYPE CALL NUMBER (OCLC); LOCAL CALL NUMBER (RLIN) |
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| Classification number (OCLC) (R) ; Classification number, CALL (RLIN) (NR) |
FTKA .R37 2020 r Thesis |
| 100 10 - MAIN ENTRY--PERSONAL NAME |
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| Personal name |
Rasheed Abed Hammood, |
| Relator term |
author. |
| 245 10 - TITLE STATEMENT |
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| Title |
Effect of fibers in reinforced concrete deep beams with web opening / |
| Statement of responsibility, etc. |
Rasheed Abed Hammood |
| 264 #1 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE |
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| Place of production, publication, distribution, manufacture |
Kuantan, Pahang : |
| Name of producer, publisher, distributor, manufacturer |
UMP, |
| Date of production, publication, distribution, manufacture, or copyright notice |
2020 |
| 264 #4 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE |
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| Date of production, publication, distribution, manufacture, or copyright notice |
© 2020 |
| 300 ## - PHYSICAL DESCRIPTION |
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| Extent |
xix, 169 pages : |
| Other physical details |
illustrations (some color) ; |
| Dimensions |
30 cm. + |
| Accompanying material |
1 CD ROM |
| 336 ## - CONTENT TYPE |
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| Content type term |
text |
| Source |
rdacontent |
| 337 ## - MEDIA TYPE |
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| Media type term |
unmediated |
| Source |
rdamedia |
| 337 ## - MEDIA TYPE |
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| Media type term |
computer |
| Source |
rdamedia |
| 338 ## - CARRIER TYPE |
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| Carrier type term |
volume |
| Source |
rdacarrier |
| 338 ## - CARRIER TYPE |
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| Carrier type term |
computer disc |
| Source |
rdacarrier |
| 347 ## - DIGITAL FILE CHARACTERISTICS |
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| File type |
text file |
| Encoding format |
PDF |
| Source |
rda |
| 500 ## - GENERAL NOTE |
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| General note |
Faculty of Civil Engineering Technology |
| 502 ## - DISSERTATION NOTE |
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| Dissertation note |
Thesis (Master of Science) -- Universiti Malaysia Pahang – 2020 |
| 504 ## - BIBLIOGRAPHY, ETC. NOTE |
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| Bibliography, etc. note |
Includes bibliographical references |
| 520 3# - SUMMARY, ETC. |
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| Summary, etc. |
Openings in reinforced concrete beams are often needed to provide passage for utility ducts that accommodate essential services such as power supply, water supply, airconditioning and sewerage. The openings have practical necessities but they have negative effects on structure behaviour. The present study aims to investigate the structural performance of fibres and analysis the effect of fibres contented in the reinforced concrete deep beam with web opening. Test variables were different web opening. The openings were one square with size150 mm x150 mm and one rectangular with size 300 mm x150 mm located at either the mid-span or the end span of the deep beam. Two types of fibres considered in this study included steel and hybrid (50% steel-50% kenaf) fibres. Forty-two simply supported deep beam with dimensions of 125 mm x 450 mm x 1200 mm were constructed and tested to failure under four-point loading. One of these deep beams was tested without any web opening and without any addition of fibres to serve as a reference to study the effect of the presence of openings on deep beams with web opening. The fibres were added at the volume fractions of 0%, 1% and 2%. The test results indicated that, the addition of single and hybrid fibres to reinforce concrete deep beams have a significant contribution to improve the structural performance of the fibre reinforced concrete deep beams. The use of fibres leads to much slower growth of the critical diagonal cracks and enhances the load-carrying capacity of the deep beam. In terms of provision of openings in web of reinforced concrete deep beams the results showed that the highest reduce in ultimate load among beams with openings was about 33% and 42% due to the square and rectangular openings at end span, respectively comparison of control deep beam without opening. In terms of single steel fibre the results showed that the significant enhancement of the structural performance of reinforced concrete deep beams with square and rectangular opening at mid and end span was about 111 %, 132%, 46% and 72%, respectively with Vf = 1% of steel fibre, meanwhile with Vf = 2% of steel fibre was showed about 105 %, 124%, 70% and 103%, respectively. In terms of hybrid fibre the results was a significant enhancement of the structural performance of fibre reinforced concrete deep beams with the square and rectangular opening at mid and end span was about 87 %, 61%, 63% and 58% respectively, with Vf = 1% of hybrid fibre. While with Vf = 2% of hybrid fibre the results showed the significant enhancement with the square and rectangular opening at mid and end span was about 38 %, 22%, 38% and 40%, respectively. This investigation demonstrated the ability of reinforced concrete deep beams with web opening using single and hybrid fibres to regain the deep beams capacity, using most economical resources (eco-friendly). Finally, the finding exhibited a significant enhancement of the structural capacity of reinforced concrete deep beams with web opening with Vf = 1% of hybrid fibre. |
| 610 20 - SUBJECT ADDED ENTRY--CORPORATE NAME |
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| Corporate name or jurisdiction name as entry element |
Faculty of Civil Engineering Technology |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name entry element |
Universities and colleges |
| General subdivision |
Dissertations |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name entry element |
Theses |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) |
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| Source of classification or shelving scheme |
Library of Congress Classification |
| Koha item type |
Thesis |